Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status:
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'E-4 Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Golf Cart Underpass ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'North Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'Tidal Canal ' (1) ·
'US-192 ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'8th Street N ' (1) ·
'Australian Ave. ' (1) ·
'Becker Road ' (1) ·
'Central Blvd. ' (1) ·
'Congress Avenue ' (1) ·
'Crosstown Parkway ' (1) ·
'Dundas Court ' (1) ·
'Haverhill Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Way ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Old Boynton Road ' (1) ·
'Pineda Causeway ' (1) ·
'Riverbend Park Rd ' (1)
Number 008:
700209 (1) ·
700225 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
884084 (1) ·
894063 (1) ·
930528 (1) ·
930529 (1) ·
930540 (1) ·
934171 (1) ·
934175 (1) ·
934176 (1) ·
934177 (1) ·
934367 (1) ·
934981 (1) ·
940160 (1) ·
940161 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1) ·
945274 (1)
Location 009:
'0.1 Miles S. of Ave. D ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Between SR704 and 12th St' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'I-95 over US-192 ' (1) ·
'Indian Riverside Park ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'North of P. Beach Airport' (1)
Latitude 016:
26315430 (1) ·
26342040 (1) ·
26415780 (1) ·
26424967 (1) ·
26440030 (1) ·
26455503 (1) ·
26510969 (1) ·
26555800 (1) ·
26561000 (1) ·
27123510 (1) ·
27134591 (1) ·
27173920 (1) ·
27174000 (1) ·
27270340 (1) ·
27270500 (1) ·
27270541 (1) ·
27375400 (1) ·
27375420 (1) ·
27412300 (1) ·
27413623 (1) ·
28044400 (1) ·
28113278 (1)
Longitude 017:
80041660 (1) ·
80050018 (1) ·
80050300 (1) ·
80052775 (1) ·
80065835 (1) ·
80070800 (1) ·
80082400 (1) ·
80102300 (1) ·
80104200 (1) ·
80125217 (1) ·
80195034 (1) ·
80195420 (1) ·
80195680 (1) ·
80201790 (1) ·
80240190 (1) ·
80250330 (1) ·
80251400 (1) ·
80253500 (1) ·
80260616 (1) ·
80274700 (1) ·
80284500 (1) ·
80422199 (1) ·
80422723 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
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